| Materials |
| Description | Unit | Quantity | Waste | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Triturado 3/4 pulg | m3 | 0.67 | 5.00 | 98,900.00 | 66,263.00 | ||
| Agua | lt | 200.00 | 5.00 | 5.00 | 1,000.00 | ||
| Cemento gris | kg | 440.00 | 5.00 | 610.00 | 268,400.00 | ||
| Aditivo impermeabilizante concreto | kg | 2.20 | 5.00 | 22,000.00 | 48,400.00 | ||
| Arena lavada de rio | m3 | 0.67 | 5.00 | 35,000.00 | 23,450.00 | ||
| A | Waste | 20,375.65 | |||||
B | Waste + Material subtotal | 427,888.65 | |||
| Equipment |
| Description | Unit | Quantity | Production | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Mezcladora 1 bulto | día | 1.00 | 3.00 | 70,000.00 | 23,333.3333 | ||
| Herramienta menor | % | 1 | 10 | 197,446.30 | 19,744.63 |
C | Equipment subtotal | 43,077.9633 | ||
| Transportation |
| Description | Unit | Quantity | Distance | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|
| Transporte de agregado | m3/km | 1.34 | 0.00 | 1,200.00 | 0.00 |
D | Transportation subtotal | 0.00 | ||
| Labor |
| Description | Time | Unit | Quantity | Production | Value | Subtotal | ||
|---|---|---|---|---|---|---|---|---|
| Cuadrilla 1:6 (oficial + 6 ayudantes) | 100.00 | día | 1.00 | 3.00 | 592,338.90 | 197,446.30 |
E | Labor subtotal | 197,446.30 | ||
F | (A + B + C + D + E) Direct cost | 668,412.91 | ||